FIELD OF THE INVENTION
[0001] The present invention relates to the area of scaffolding systems, and in particular
to the area of scaffolding systems comprising horizontal railing elements engaging
with vertical carrier posts by means of locking elements inserted into overlapping
openings in engagement parts of the vertical carrier post and the horizontal railing
element, respectively.
BACKGROUND OF THE INVENTION
[0002] Scaffolding systems in general are well known from a variety of application areas.
The area of construction is a major application area, both in respect of erection
and maintenance of constructions, where the scaffolding is used as working platforms
for construction workers. Other areas of application may be temporary building structures,
stages and similar structures.
[0003] A basic scaffolding system comprises two rows of vertical posts, which can be connected
together for building a multi-storey scaffolding system, and substantially horizontally
extending elongate bars, connecting the vertical posts juxtaposed to each other in
a direction along and a direction orthogonal to a facade. Since the vertical posts
and the horizontally extending elements are connected orthogonally to each other forming
a substantially rectangular frame structure, diagonal supports can be added at regular
intervals for securing the scaffolding system against collapsing. Deck or floor elements
covering rectangles formed by the connections made in the substantially horizontal
plane at regular intervals complete the scaffolding system. A number of deck or floor
elements can have openings with a hatch, which can be hinged, and a ladder extending
from one deck through an opening in a subsequent deck makes it possible to ascent
and descent between storeys.
[0004] From
EP 0 276 487 a scaffolding system comprising vertical posts with annular apertured connecting elements
spaced along the lengths of the posts and horizontally extending elongate scaffolding
elements, which are locked to the annular apertured connecting elements by means of
an engagement element, is known. The engagement element has a connecting element-receiving
slot by means of which the engagement element may engage with the apertured connecting
element at both the bottom and top faces of the connecting elements. A wedge is used
as locking element between the engagement element and the apertured connecting element
on the vertical posts. The apertured connecting elements are connected to the vertical
posts by means of welding, riveting, screws or other similar methods.
[0005] Similar constructions are known from
US 4044523, from
US 4867274 and from
US 5127757, where a locking element is used to secure engagement elements and connection elements
of horizontal and vertical scaffolding elements.
[0006] Such scaffolding systems are generally assembled by successively erecting individual
scaffolding planes, with the individual member of the vertical posts of a first scaffolding
plane ending as a rule in each case just above a floor plate belonging to a second
scaffolding plane positioned above it. This upper end of the vertical post is then
coupled by the installer to the lower end of a further vertical post in an end to
end continuation for a further scaffolding storey by means of a spigot connection.
[0007] Thereafter one or more substantially horizontally extending railing elements or bars
are locked to the vertical posts on a subsequent storey, in which the installer was
present during the former working step. These railing elements reduce the risk of
falling.
[0008] In known facade scaffolding systems of this kind it is a disadvantage and in some
areas prohibited by local legislation that the installer has to work both during the
erection of the vertical posts for the next scaffolding plane and also during the
installation of the railing elements for this next scaffolding plane without any form
of side protection, for which reason a pre-installation of railing elements for side
protection is advantageous.
[0009] It is also an important quality of the engagement element that it must securely withstand
forces substantially in a horizontal direction, for instance a worker leaning against
the railing supported by the engagement element. In a practical erection of a scaffolding
system a lot more freedom for a first engagement with the openings in the annular
connecting elements could improve accessibility and save time for the erection of
the scaffolding.
[0010] This type of scaffolding system provides a high degree of safety when established.
[0011] In
WO 02/057569,
WO 98/07934 as well as in
EP 0 997 593 several solutions for coupling locks attached to each end of a bar for railing are
presented. Common to the proposed solutions they all suffer from the problem that
a first engagement with the annular apertured connecting elements on the vertical
post, where the coupling lock is introduced into the corresponding opening in the
annular connecting element, must be performed in a certain angular interval in a certain
plane with respect to the scaffolding system under construction, hence they do not
have the flexibility which could be desired. Attaching the bar to a vertical post
and lifting and positioning the vertical post on top of another vertical post has
to be performed in substantially the same plane as suspended by the preceding vertical
posts and accompanying bracing elements, which might not be an optimal working position.
[0012] All of the above referenced engagements must take place in a specific angle relative
to the annular apertured connecting elements or similar connecting means.
[0013] An objective of the present invention is to maintain the level of safety during the
erection of the scaffolding while increasing the safety level of the erected scaffolding
structure for such structures erected under safety provisions.
SUMMARY OF THE INVENTION
[0014] According to the invention the objective is in one aspect of the invention achieved
through a scaffolding structure comprising a number of vertical support posts and
between sets of two vertical posts, a horizontal railing element attached to the two
vertical posts at the ends, where for the attachment of the railing element the vertical
posts are provided with an connecting element comprising at least one opening extending
essentially vertically and where for the attachment the railing element comprises
an elongate bar and at one end of the elongate bar an engagement element for accommodating
the connecting element and with openings adapted to be placed overlapping the opening
of the connecting element on the vertical post and where further a locking element
is provided for insertion through the openings of the connecting element of the vertical
post and the engagement element of the railing element to prevent horizontal movement
of the railing element, where the engagement element of the railing element is movable
relative to the elongate bar between at least a first and a second position, where
the locking element is mounted in the engagement element of the railing element to
be movable from a mounting position to a locking position, and where the locking element
is adapted to maintain the mounting position, and upon movement of the engagement
element relative to the elongate bar the locking element is adapted to be released
to move into the locking position.
[0015] By means of such scaffolding structure the erecting of the structure may be performed
from a lower deck of the structure, while achieving a desired safe construction with
locking elements in the connection between the vertical posts and the horizontal railing
elements.
[0016] Preferably the engagement element of the railing element is adapted to be movable
along the longitudinal axis of the elongate element or bar.
[0017] Preferably the railing element comprises elongate apertures in the side walls adapted
to accommodate a shaft element extending through the apertures and holding the engagement
element, allowing the engagement element to travel along the elongate aperture. As
an alternative to this solution the railing element comprises a fixed shaft element
extending from the wall of the railing element and through an elongate aperture in
the engagement element allowing the engagement element to travel along the shaft element.
[0018] Preferably the engagement element of the railing element comprises parts protruding
to overlap the engagement element of the vertical post above and below this. Hereby
both upward and downward movement is prevented.
[0019] According to the invention the objective is in another aspect of the invention achieved
through a railing element for a scaffolding system, where the railing element is characterized
in that the engagement element of the railing element is movable relative to the elongate
bar between at least a first and a second position, where the locking element is mounted
in the engagement element of the railing element to be movable from a mounting position
to a locking position, and where the locking element is adapted to maintain the mounting
position, and upon movement of the engagement element relative to the elongate bar
the locking element is adapted to be released to move into the locking position.
[0020] Preferably the engagement element of the railing element is adapted to be movable
along the longitudinal axis of the railing element.
[0021] Preferably the railing element comprises elongate apertures in the side walls adapted
to accommodate a shaft element extending through the apertures and holding the engagement
element, allowing the engagement element to travel along the elongate aperture. As
an alternative the railing element may comprise a fixed shaft element extending from
the wall of the railing element and through an elongate aperture in the engagement
element allowing the engagement element to travel along the shaft element.
[0022] Preferably the engagement element of the railing element comprises parts protruding
to overlap the connecting element of the vertical post above and below this.
[0023] Preferably the locking element comprises an incision or a protrusion adapted to hold
the locking element relative to the elongate element.
[0024] In a preferred embodiment of the railing element both ends of the elongate bar are
provided with similar engagement elements, which will simplify both manufacturing
and assembly of the scaffolding structure.
[0025] According to the invention the objective is in a further aspect of the invention
achieved through methods for erecting and dismantling the scaffolding system according
to the invention.
[0026] A method for erecting a scaffolding structure according to the invention comprises
that the locking element in mounted in a mounting position, where the railing element
is positioned to accommodate the connecting element of a vertical post between two
protruding parts of the engagement element, and where the elongate bar is moved to
cause the relative movement between the elongate bar and the engagement element and
hence release the locking element from the mounting position and allowing this to
propagate into the locking position.
[0027] A first method for dismantling a scaffolding structure according to the invention
comprises that the vertical post carrying one end portion of a railing element is
dismantled and lowered to a lower position of the scaffolding structure and where
the locking element is released from the locking position to allow the engagement
element to be released from the connecting element, and where following this the vertical
post carrying the opposed end of the railing element is dismantled and lowered to
a lower position where the locking element of the opposed end of the railing element
is released from its locking position allowing the railing element to be removed with
both ends free.
[0028] A second method for dismantling a scaffolding structure according to the invention
comprises that the locking element is released from its locking position and where
the engagement element is released from the connecting element, where the locking
element is inserted into the locking position in relation to the engagement element
and where the engagement element with the locking element protruding downwards is
placed on top of the connecting element with the locking element protruding through
the aperture in the connecting element, where following this the vertical post carrying
the opposed end of the railing element is dismantled and lowered to a lower position
where the locking element of the opposed end of the railing element is released from
its locking position allowing the railing element to be removed with both ends free.
[0029] A third and preferred method for dismantling a scaffolding structure according to
the invention comprises that the elongate bar is brought to engage with the locking
element and by movement in an upward direction releases the locking element from the
locking position with the engagement element and the connecting element to a position
where the engagement element may be retracted from the connection element.
[0030] Hereby the scaffolding structure may be dismantled in a safe manner from a lower
position, where security railing is still in place and further without the use of
any additional tools.
DECSRIPTION OF THE DRAWINGS
[0031] The present invention will be explained, by way of example only, with reference to
the accompanying figures, where:
FIG. 1 shows in a perspective view an end portion of a railing element according to
the invention;
FIG. 2A shows a side view of an end portion of a railing element according to the
invention;
FIG. 2B shows a sectional view along the line A-A' in FIG. 2A;
FIG. 3A shows a top view of an end portion of a railing element according to the invention;
FIG. 3B shows a sectional view along the line B-B' in FIG. 3A;
FIG. 4A shows a side view of an end portion of a railing element according to the
invention;
FIG. 4B shows a sectional view along the line A-A' in FIG. 4A;
FIG. 5A shows a top view of an end portion of a railing element according to the invention;
FIG. 5B shows a sectional view along the line B-B' in FIG. 5A;
FIGS. 6A-D show the mounting process for a scaffolding system according to the invention;
FIGS. 7A-C show a first dismantling process for a scaffolding system according to
the invention;
FIGS. 8A-C show a further dismantling process for a scaffolding system according to
the invention;
FIGS. 9A-C show a third dismantling process for a scaffolding system according to
the invention;
FIGS. 10A-C show the mounting process for another embodiment of a scaffolding system
according to the invention; and
FIGS. 11A-B show a dismantling process for a scaffolding system according to the invention
and as shown in FIGS. 10.
DETAILED DESCRIPTION OF AN EMBODIMENT
[0032] With reference to the drawings a preferred embodiment will be described.
[0033] From FIG. 1 an end portion of a railing element 2 appears. The railing element comprises
an elongate bar 8 and at the ends an engagement element 3.
[0034] The engagement element 3comprises two protruding parts 4,4' with a space between
them adapted to accommodate a connecting element 11 of a vertical post 1. A locking
element 5, here shaped as a wedge, is mounted in the engagement element 3 to be movable
into a locking position where the locking element penetrates the openings in the two
protruding parts 4,4' of the engagement element 3 and the connecting element 11.
[0035] The elongate bar 8 and the engagement element 3 are mutually connected with a bolt
or a shaft 10 that is mounted movable through elongate openings 9 in the sidewalls
of the elongate bar 8 and connected to the engagement element 3 at two opposed sides
of the elongate bar 8.
[0036] The locking element 5 is provided with a holding part, which may be a protruding
element 7' or an incision 7, adapted to be connected releasably to an end portion
of the elongate bar 8. The engagement element 3 is movable along the elongate openings
9 of the elongate bar 8 from a first position where the locking element 5, when connected
to the end portion of the elongate bar 8, is held in a position where the space between
the two protruding parts 4,4' of the engagement element 3 is free to accommodate the
connecting element 11 of the vertical post 1. Upon movement of the elongate bar 8
the engagement element 3 will travel along the elongate openings 9 in the elongate
bar 8 and hence release the locking element 5 from the end portion of the elongate
bar 8. The locking element 5 will following this enter the openings in the engagement
element 3 and the connecting element 11.
[0037] From FIG. 2A an end portion of a railing element 2 appears in a side view. The parts
described in connection with FIG. 1 are visible here as well. The locking element
5 in this illustration is in an inserted position. From FIG. 2B the element of FIG.
2A appears seen in a sectional view along the line A-A'. It appears that the locking
element 5 may be locked through a friction force established between the locking element
5 and the engagement element 3. At the one end the locking element comprises a securing
element 6, ensuring that the locking element 5 cannot be removed from the engagement
element 3.
[0038] From FIG. 3A an end portion of a railing element 2 appears in a top view. The parts
described in connection with FIG. 1 are visible here as well. The locking element
5 in this illustration is in an inserted position. From FIG. 3B the same element appears
seen in a sectional view along the line B-B'. It appears that the locking element
5 may be locked through a friction force established between the locking element and
the engagement element.
[0039] From FIG. 4A an end portion of a railing element 2 appears in a side view. The parts
described in connection with FIG. 1 are visible here as well. The locking element
5 in this illustration is of a different type having a protruding part 7'. From FIG.
4B the same element appears seen in a sectional view along the line B-B'. It appears
that the locking element 5 may be locked through a friction force established between
the locking element and the engagement element. As with the first embodiment the one
end of the locking element comprises a securing element 6, ensuring that the locking
element cannot be removed from the engagement element 3.
[0040] From FIG. 5A an end portion of a railing element 2 appears in a top view. The parts
described in connection with FIG. 1 are visible here as well. The locking element
5 in this illustration is in an inserted position. From FIG. 5B the same element appears
seen in a sectional view along the line C-C'. It appears that the locking element
may be locked through a friction force established between the locking element and
the engagement element. At the one end the locking element comprises a securing element
6, ensuring that the locking element cannot be removed from the engagement element.
[0041] The elements of a scaffolding structure may be:
- a plurality of elongate vertical elements 1, the lengths of said elongate elements
being preferably respectively full and half standing heights of said scaffolding system,
said elongate elements having connectors for being connectable in an end to end continuation,
where the elongate elements have apertured connecting elements 11 secured thereto
at regular intervals, the apertures 12 of said connecting elements being distributed
in a regular pattern circumferential to the elongate elements, each of which apertures
12 define a maximum dimension in a radial direction to the axis of said elongate elements,
- a first set of railing elements 2 to be used in a substantially horizontal position
for securing the scaffolding structure and comprising engagement elements 3 at opposite
ends for coupling to said apertured connecting elements 11,
- a deck or floor system for the scaffolding system.
[0042] A perspective representation of the connection process between a vertical post 1
and a horizontal railing 2 of a scaffolding system according to the invention is shown
in FIGS. 6A-D. In this preferred embodiment the elongated elements are of a tubular
geometry, and the connecting elements 11 on said elongated vertical elements 1 are
apertured annular connecting elements secured by means of welding at intervals defining
the grid pattern of the rectangular lattice box structure. The apertures 12 of said
connecting elements 11 are distributed at regular intervals circumferential to the
elongate elements, so that the bars can be suspended between vertical posts in fixed
angles in a horizontal plane. The railing element 2 comprises at at least one end,
preferably at both ends, an engagement element 3. Said coupling head or engagement
element at each end of said first set of the bars has openings extending through the
engagement element at two protruding end portions 4,4' of this. The two end portions
4,4' of the engagement element defines between them a slot or opening for receiving
the connecting element 11 of the vertical post 1. After engagement between the engagement
element and the apertured annular connecting element 11, a releasable wedge 5 extends
through these openings and through one of the openings 12 in the annular connecting
element 11 for consolidation of the coupling. The couplings hereby accomplished secure
and lock the dismountable first set of bars in the scaffolding system. More specifically
FIG. 6A shows how the locking element 5 is held in a mounting position relative to
the elongate bar 8 by inserting the end of the elongate bar into the incision 7 in
the locking element 5. The engagement element 3 will by influence of gravity rest
at the lower end of the elongate apertures 9 in the elongate bar 8, whereby the locking
element 5 will be retracted toward the upper end of the engagement element and rest
here. This will leave the slot between the two protruding parts 4,4' of the engagement
element 3 open for receiving the connecting element 11. As shown in FIG. 6B the elongate
bar 8 is pivoted upwards to release the locking element 5 downwards through the opening
in the engagement element and the connecting element, respectively. As shown in FIG.
6C and FIG. 6D the elongate bar 8 may finally be retracted further to be pivoted upwards
to the horizontal mounting position for the railing element 2.
[0043] In order to avoid accident danger for the installer during erection of the scaffolding
system when carrying out installations without side protection it is known to install
side protection for the subsequent storey from the preceding storey. This side protection
can be considered less mandatory for the rigidity of the scaffolding system, the coupling
locks being less demanding, but they must withstand horizontal forces and be locked
in place.
[0044] FIGS. 7A-C show a preferred method of a step in the process of erecting the scaffolding
system. An additional member of the vertical elongate elements is attached to the
free end of an already mounted vertical element. A horizontal railing element 2 is
mounted using the sequential steps as explained in connection with FIGS. 6A-D. The
free end of the railing element is connected to a vertical element 1 which is not
yet mounted. The not yet mounted vertical element 1 is subsequently raised and mounted
on top of an already mounted vertical element 1. In this manner the security railing
of the next storey of the scaffolding structure is established before the personnel
is actually using the storey for erecting the next following level.
[0045] The following sequence of steps outlines a first method of erecting a scaffolding
system:
- a. erecting at least four members of said elongate elements in a substantially vertical
position to be used as vertical posts for a first storey,
- b. mounting railing elements in a substantially horizontal position for securing the
scaffolding system by securing engagement elements of the railing elements to said
apertured connecting elements on respectively juxtaposed vertical posts and creating
a substantially rectangular frame structure,
- c. optionally suspending a bracing member diagonally between corners for added stability,
- d. connecting a further elongate element on top of a said substantially rectangular
frame structure using said connectors for stacking, constituting a vertical post for
a subsequent storey,
- e. attaching a first end of a member of the railing element with an aperture in an
apertured connecting element having a position being predefined by said intervals
on said vertical post constituted in step d,
- f. attaching the opposed end of the railing element to an apertured connecting element
on a further vertical element,
- g. raising and manipulating said further vertical element into a substantially vertical
position on top of said frame structure as a further vertical element,
- h. mounting a deck or floor system according to the layout of the scaffolding system
for the storey with the recently mounted second set of bars which completes a storey
in a scaffolding system.
[0046] FIG. 8A shows a step of a first method for dismantling the scaffolding structure
according to the invention. The locking element 5 is removed from the locking position
hereby allowing the engagement element 3 of the railing element to be retracted from
the connecting element 11 of the vertical element. The locking element 5 is following
this reinserted through the openings of the engagement element 3 and after this inserted
into the opening 12 of the connecting element 11 and leaving the engagement element
3 to rest on top of the connecting element 11 .
[0047] FIG. 8b shows how a vertical element 1 is dismantled from a lower deck with the railing
elements 2 still mounted on the vertical element 1. From FIG. 8C it appears that the
railing element 2 resting on top of the connecting element 11, as described in connection
with FIG. 8A, is removed from a safe lower position of the scaffolding structure.
[0048] FIGS. 9A-C show a further dismantling process for the scaffolding structure, where
the vertical elements 1 from a lower position of the scaffolding structure are dismantled
from their position with the railing elements 2 still fully attached to these and
where these railing elements 2 are detached at the lower safe position of the scaffolding
structure.
[0049] FIG. 10 shows in a perspective view a further embodiment of the invention. Corresponding
to the description in FIGS. 7A-C the mounting of a railing element takes place from
a lower safe position. The only difference between this embodiment and the embodiment
shown in FIGS. 7A-C, is the configuration of the holding element 7' for the locking
element 5, which in this case is a protruding hook shaped element 7'.
[0050] FIGS. 11A-B show the dismantling of the scaffolding structures shown in FIGS. 10.
It appears that the elongate bar 8 is used to engage with the protruding part 7' of
the locking element 5 and pushing this upwards to release this from the locking position
and hence allow the engagement element 3 to be removed from the connecting element
11 of the vertical post 1.
Reference numbers:
[0051]
- 1,1'
- : Vertical posts
- 2
- : Railing element
- 3
- : Engagement element
- 4,4'
- : Protruding parts
- 5
- : Locking element
- 6
- : Securing element
- 7
- : Incision
- 7'
- : Protruding part
- 8
- : Elongate bar
- 9
- : Elongate apertures
- 10
- : Shaft
- 11
- : Connecting element
- 12
- : Apertures
1. A scaffolding structure comprising a number of vertical support posts and between
sets of two vertical posts, a horizontal railing element attached to the two vertical
posts at the ends, where for the attachment of the railing element the vertical posts
are provided with an connecting element comprising at least one opening extending
essentially vertically and where for the attachment the railing element comprises
an elongate bar and at one end of the elongate bar an engagement element for accommodating
the connecting element and with openings adapted to be placed overlapping the opening
of the connecting element on the vertical post and where further a locking element
is provided for insertion through the openings of the connecting element of the vertical
post and the engagement element of the railing element to prevent horizontal movement
of the railing element, where the engagement element of the railing element is movable
relative to the elongate bar between at least a first and a second position, where
the locking element is mounted in the engagement element of the railing element to
be movable from a mounting position to a locking position, and where the locking element
is adapted to maintain the mounting position, and upon movement of the engagement
element relative to the elongate bar the locking element is adapted to be released
to move into the locking position.
2. A scaffolding structure according to claim 1, where the engagement element of the
railing element is adapted to be movable along the longitudinal axis of the elongate
bar.
3. A scaffolding structure according to claim 2, where the elongate bar comprises elongate
apertures in the side walls adapted to accommodate a shaft element extending through
the apertures and holding the engagement element, allowing the engagement element
to travel along the elongate aperture.
4. A scaffolding structure according to claim 2, where the railing element comprises
a fixed shaft element extending from the wall of the elongate bar and through an elongate
aperture in the engagement element allowing the shaft element to travel along the
elongate aperture.
5. A scaffolding structure according to any of the preceding claims, where the engagement
element of the railing element comprises parts protruding to overlap the engagement
element of the vertical post above and below this.
6. A railing element for use in a scaffolding structure according to any of the preceding
claims, where the engagement element of the railing element is movable relative to
the elongate bar between at least a first and a second position, where the locking
element is mounted in the engagement element of the railing element to be movable
from a mounting position to a locking position and where the locking element is adapted
to maintain the mounting position and upon movement of the engagement element relative
to the elongate bar the locking element is adapted to be released to move into the
locking position.
7. A railing element according to claim 6, where the engagement element of the railing
element is adapted to be movable along the longitudinal axis of the elongate bar.
8. A railing element according to claim 6, where the elongate bar comprises elongate
apertures in the side walls adapted to accommodate a shaft element extending through
the apertures and holding the engagement element, allowing the engagement element
to travel along the elongate aperture.
9. A railing element according to claim 6, where the railing element comprises a fixed
shaft element extending from the wall of the elongate bar and through an elongate
aperture in the engagement element allowing the engagement element to travel along
the shaft element.
10. A railing element according to any of the preceding claims 6-9, where the engagement
element of the railing element comprises parts protruding to overlap the connecting
element of the vertical post above and below this.
11. A railing element according to any of the preceding claims, where the locking element
comprises an incision or a protrusion adapted to hold the locking element relative
to the elongate element.
12. A method for erecting a scaffolding structure according to any of the claims 1-6,
where the locking element in mounted in a mounting position, where the railing element
is positioned to accommodate the connecting element of a vertical post between two
protruding parts of the engagement element, and where the elongate bar is moved to
cause the relative movement between the elongate bar and the engagement element and
hence release the locking element from the mounting position and allowing this to
propagate into the locking position.
13. A method for dismantling a scaffolding structure according to any of the claims 1-6,
where the vertical post carrying one end portion of a railing element is dismantled
and lowered to a lower position of the scaffolding structure, and where the locking
element is released from the locking position to allow the engagement element to be
released from the connecting element, and where following this the vertical post carrying
the opposed end of the railing element is dismantled and lowered to a lower position
where the locking element of the opposed end of the railing element is released from
its locking position allowing the railing element to be removed with both ends free.
14. A method for dismantling a scaffolding structure according to any of the claims 1-6,
where the locking element is released from its locking position, and where the engagement
element is released from the connecting element, whereafter the locking element is
inserted into the locking position in relation to the engagement element, and where
the engagement element with the locking element protruding downwards is placed on
top of the connecting element with the locking element protruding through the aperture
in the connecting element, where following this the vertical post carrying the opposed
end of the railing element is dismantled and lowered to a lower position where the
locking element of the opposed end of the railing element is released from its locking
position allowing the railing element to be removed with both ends free.
15. A method for dismantling a railing element from a scaffolding structure according
to any of the claims 1-6, where the elongate bar is brought to engage with the locking
element and by movement in an upward direction releases the locking element from the
locking position with the engagement element and the connecting element to a position
where the engagement element may be retracted from the connection element.